J2 Specifications.pdf

4/20/2021

SECTION C – STATEMENT OF WORK AND SPECIFICATIONS

HURON-MANISTEE NATIONAL FORESTS

HURON SHORES DISTRICT OFFICE

LOBBY RENOVATION PROJECT

HURON-MANISTEE NATIONAL FORESTS

IOSCO COUNTY, MICHIGAN

STATEMENT OF WORK, PROJECT LOCATION AND PERIOD OF PERFORMANCE:

DESCRIPTION OF WORK: Provide for and furnish all labor, superintendence, materials, tools, equipment, transportation, certificates, insurance, temporary protection, and other items designated under provisions of this contract necessary to complete the lobby renovation work at the Huron Shores District Office Building (Infra #50225).

This description of work includes all major work items and incidental work that may be necessary to complete this project. If any missing elements or deviations are discovered, bring them to the attention of the Contracting Officer (CO) prior to submitting the bid package. Bids will be considered all-inclusive for the work described and no extra payment will be awarded unless substantial differing site conditions are discovered.

See Specifications for a more detailed description of the work and estimated quantities.

A. Project Location:

Huron Shores Administrative Site (Oscoda County): The District Office is located at 5761 N Skeel Road, Oscoda, MI 48750. The District Office phone number is 989-739-0728.

B. Period of Performance:

Work shall not commence prior to October 1, 2021.

Complete all major contract work by April 1, 2022.

All work shall be completed within 60 days of the start of construction.

C. Site Visit & Technical Information:

Request for a site visit or additional technical information by contacting the Contracting Officer’s Representative (COR)/Inspector – Kenny Papes at 231-285-1684.

D. Forest Service Point of Contact:

COR: Karen Middleton 231-942-4980 karen.middleton@usda.gov

Dual COR: Kenny Papes 231-285-1684 Kenneth.papes@usda.gov

Inspector: Terry Hepler 231-942-4979 Terry.w.hepler@usda.gov

SPECIFICATIONS

GENERAL REQUIREMENTS:

A. Work Schedule: Normal Work Hours are Monday through Friday, 730 AM to 530 PM. Work outside of these normal work hours requires approval from COR. A minimum of 24 hour notice is required in advance of any work. Access to facilities will not be authorized without proper notice.

B. Building operations: All other systems serving the buildings must be kept operative at all times unless prior approval from the COR is obtained.

1. Hallway must remain clear of all debris and accessible to employees at all times.

C. Contractor is responsible for securing electric permit. No other building permits are required for this contract.

D. All employees working on the project are required to be paid in accordance with application the Department of Labor Davis Bacon Wages for the county where the respective work is performed.

E. Perform all work in compliance with the latest editions of the following:

1. National Fire Protection Association (NFPA)

2. Occupational Safety and Health Act (OSHA)

3. International Building Code (IBC)

4. National Electrical Code (NEC)

5. International Mechanical Code (IMC)

6. All local safety and fire regulations

7. All manufacturer installation instructions

8. All other codes and standards referenced in the specifications.

F. If substantially different conditions are encountered, immediately bring to the attention of the COR before proceeding with the work. The contractor shall be responsible for the conditions and proper relation of their work to the site conditions and will familiarize themselves with all details of the work and working conditions. The contractor shall verify all dimensions in the field and generate their own quantities for work provided. Any and all incidental items not specifically listed in this contract are to be included in the bid to provide to the government a finished end product.

G. Facilitate inspection by COR during all work.

H. All mechanical and electrical work must be performed by licensed and insured mechanical and electrical contractors in the state of Michigan. A copy of licenses must be submitted to the COR prior to the start of construction.

I. Safety: All construction activities shall comply with all OSHA requirements.

J. Construction Debris: All construction related debris is property of the contractor and is responsible for proper disposal of materials. Properly recycle demolition materials where applicable and dispose of all other construction debris and waste materials at a licensed landfill.

Protect all building facilities from damage during work.

K. Clean all work areas at the end of each workday. At the end of the project thoroughly clean up all debris and dust from the inspection and construction process.

SUBMITTALS:

A. Provide a list of all proposed subcontractors including subcontractor markups.

B. Provide a proposed construction schedule a minimum of 2 weeks prior to the start of construction.

C. Shop Drawings as noted in specifications.

D. As Built Electrical Drawings as specified in the Specifications.

PAYMENT:

A. The quantities shall be paid for by methods of measure as listed in the SCHEDULE OF ITEMS.

Such payment shall be considered full compensation for complete construction of the project in accordance with the plans and specifications. Progress payments shall be submitted to the CO.

The invoices must be inputted into the IPP System. Additional Documents required prior to final invoice processing are:

1. Certified Payroll

2. Contract Release Form

3. All required submittals as listed in the plans and specifications

Final payment will not be processed until these documents have been received by the CO.

Huron-Manistee NF Huron Shores RD Office Reception Area Renovation 5/21/2021

SUSTAINABLE DESIGN REQUIREMENTS - NATIONAL GREEN BUILDING

STANDARD

018113.36 - 1

SECTION 018113.36 - SUSTAINABLE DESIGN REQUIREMENTS - NATIONAL GREEN

BUILDING STANDARD

PART 1 - GENERAL

1.1 SECTION REQUIREMENTS

A. Definitions:

1. Regional Materials: Materials that have been extracted, harvested, or recovered, as well as manufactured, within 500 miles (800 km) of Project site. If only a fraction of a product or material is extracted, harvested, or recovered and manufactured locally, then only that percentage (by weight) shall contribute to the regional value.

2. Recycled Content: The recycled content shall be determined by weight.

a. "Postconsumer" material is defined as waste material that is generated by end users of the product and that can no longer be used for its intended purpose.

b. "Preconsumer" material is defined as material diverted from the waste stream during the manufacturing process. Excluded is reutilization of materials such as scrap generated in a process that is reclaimed in the same process that generated it.

B. Submittals:

1. Project Materials Cost Data: Provide statement indicating total cost for materials used for

Project. Costs exclude labor, overhead, and profit. Include breakout of costs for furniture mechanical electrical and wood-based construction materials. First three subparagraphs below require Contractor to make early submittals indicating how certain requirements will be met. This can provide reassurance that Contractor will comply.

2. List of proposed materials with recycled content. Indicate post-consumer recycled content and pre-consumer recycled content for each product. Submit within days of date established for commencement of the Work.

3. List of proposed regional materials. Submit within days of date established for commencement of the Work.

4. Product Data.

5. Certification letter for materials with recycled content. Indicate postconsumer recycled content, pre-consumer recycled content, and cost for each product.

6. Certification letter for regional materials. Indicate location and distance from Project of material manufacturer and point of extraction, harvest, or recovery for each raw material.

Include statement indicating cost for each regional material and the fraction by weight that is considered regional.

7. Chain-of-custody certificates for certified wood products. Include statement of cost for each product.

STANDARD

018113.36 - 2

PART 2 - PRODUCTS

2.1 MATERIALS

A. Provide products and procedures necessary to meet requirements of this Section. Although other

Sections may specify similar requirements, the Contractor shall determine additional materials and procedures necessary to comply with this Section.

B. Recycled Content of Materials: Building materials shall have recycled content such that postconsumer recycled content plus one-half of pre-consumer recycled content constitute a minimum of 10 percent of cost of materials used for Project.

1. Do not include mechanical and electrical components in the calculation.

C. Regional Materials: Not less than 10 percent of building materials (by cost) shall be regional materials.

D. Certified Wood:

1. Wood or wood-based products shall be certified to the requirements of one of the following:

a. American Forest Foundation's "American Tree Farm System Standards."

b. CSA Z809, "Sustainable Forest Management."

c. FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship," and

FSC STD-40-004, "FSC Standard for Chain of Custody Certification."

d. Sustainable Forestry Initiative's "Sustainable Forestry Initiative Standard."

e. Other product programs recognized by Programme for the Endorsement of Forest

Certification schemes.

2. The following wood or wood-based products shall be certified:

a. Wood trim.

b. Wood paneling.

c. Wood cabinets.

d. Wall framing.

e. Wall sheathing.

2.2 LOW-EMITTING MATERIALS

A. Exterior adhesives and sealants shall comply with Green Seal's GS-36 and the following limits for VOC content:

1. Construction Adhesives: 75 g/L.

2. Reactive sealants: 50 g/L.

3. Other Caulks and Sealants: 30 g/L.

4. Contact Adhesives: 480 g/L.

B. Interior adhesives and sealants shall comply with Green Seal's GS-36 and with the testing and product requirements of the California Department of Public Health's "Standard Method for the

STANDARD

018113.36 - 3

Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using

Environmental Chambers."

C. Paints and coatings shall comply with the following limits for VOC content:

1. Non-flat Paints and Coatings: 150 g/L.

2. Primers, Sealers, and Under-coaters: 200 g/L.

3. Anticorrosive and Antirust Paints Applied to Ferrous Metals: 250 g/L.

4. Zinc-Rich Industrial Maintenance Primers: 340 g/L.

5. Pretreatment Wash Primers: 420 g/L.

6. Clear Wood Finishes, Varnishes: 350 g/L.

D. Composite wood and agrifiber products and adhesives shall not contain urea-formaldehyde resin.

PART 3 - EXECUTION

3.1 REFRIGERANT REMOVAL

A. Remove CFC-based refrigerants from existing HVAC&R equipment indicated to remain and replace with refrigerants that are not CFC based. Replace or adjust existing equipment to accommodate new refrigerant.

3.2 CONSTRUCTION INDOOR-AIR-QUALITY MANAGEMENT

A. Comply with SMACNA's "IAQ Guideline for Occupied Buildings under Construction."

1. If Owner authorizes use of permanent heating, cooling, and ventilating systems during construction period as specified in Section 015000 "Temporary Facilities and Controls," install filter media having a MERV 8 according to ASHRAE 52.2 at each return-air inlet for the air-handling system used during construction.

2. Replace all air filters immediately prior to occupancy.

B. After construction ends, prior to occupancy and with all interior finishes installed, perform a building flush out by supplying a total volume of 3500 cu. ft. (1 070 000 L) of outdoor air per square foot (sq. m) of floor area to the space. Once a space is occupied, ventilate it at a minimum rate of 0.30 cfm per sq. ft. (1.52 L/s per sq. m) of outside air. During each day of the occupied flush-out period, ventilation shall begin a minimum of three hours prior to occupancy and continue during occupancy. Maintain these conditions until a total of 14000 cu. ft./sq. ft.

(4 300 000 L/sq. m) of outside air has been delivered to the space.

C. Indicate operating procedure for each HVAC system and piece of equipment and the operating duration required for flush out.

END OF SECTION 018113.36

Huron-Manistee NF Huron Shores RD Office Reception Area Renovation 5/14/2021

ROUGH CARPENTRY 061000-1

SECTION 06100 - ROUGH CARPENTRY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Framing with dimension lumber.

2. Framing with engineered wood products.

3. Wood blocking and nailers.

4. Sheathing.

1.3 DEFINITIONS

A. Rough Carpentry: Carpentry work not specified in other Sections and not exposed, unless otherwise indicated.

B. Exposed Framing: Dimension lumber not concealed by other construction.

C. Lumber grading agencies, and the abbreviations used to reference them, include the following:

1. NELMA - Northeastern Lumber Manufacturers Association.

2. NLGA - National Lumber Grades Authority.

3. SPIB - Southern Pine Inspection Bureau.

4. WCLIB - West Coast Lumber Inspection Bureau.

5. WWPA - Western Wood Products Association.

1.4 SUBMITTALS

A. Product Data: For each type of process and factory-fabricated product. Indicate component materials and dimensions and include construction and application details.

1. Include data for wood-preservative treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Indicate type of preservative used, net amount of preservative retained, and chemical treatment manufacturer's written instructions for handling, storing, installing, and finishing treated material.

2. Include data for fire-retardant treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Include physical properties of treated materials, both before and after exposure to elevated temperatures when tested according to ASTM D 5516 and ASTM D 5664.

3. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site.

ROUGH CARPENTRY 061000-2

4. Include copies of warranties from chemical treatment manufacturers for each type of treatment.

B. Material Certificates: For dimension lumber specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use and design values approved by the

American Lumber Standards Committee Board of Review.

1.5 QUALITY ASSURANCE

A. Source Limitations for Engineered Wood Products: Obtain each type of engineered wood product through one source from a single manufacturer.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Stack lumber, plywood, and other panels; place spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the American

Lumber Standards Committee Board of Review.

1. Factory mark each piece of lumber with grade stamp of grading agency.

2. For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on end or back of each piece.

3. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber.

4. Provide dressed lumber, S4S, unless otherwise indicated.

5. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2-inch nominal (38-mm actual) thickness or less, unless otherwise indicated.

B. Wood Structural Panels:

1. Plywood: Either DOC PS 1 or DOC PS 2, unless otherwise indicated.2. Oriented Strand

Board: DOC PS 2.3. Factory mark panels according to indicated standard.

2.2 DIMENSION LUMBER

A. General: Provide dimension lumber of grades indicated according to the American Lumber

Standards Committee National Grading Rule provisions of the applicable grading agency.

2.3 MISCELLANEOUS LUMBER

A. General: Provide lumber for support or attachment of other construction, including blocking, cants, nailers, furring, or other items indicated.

ROUGH CARPENTRY 061000-3

B. For items of dimension lumber size, provide Construction, or No. 2 grade lumber with 19 percent maximum moisture content and the following species:

1. Mixed southern pine.

2. Hem-fir or Hem-fir (north).

3. Spruce-pine-fir (south) or Spruce-pine-fir.

2.4 SHEATHING

A. Plywood Wall Sheathing: APA rated Exposure 1 sheathing.

1. Span Rating and Thickness: As indicated.

B. Oriented-Strand-Board Wall Sheathing: APA Rated Exposure 1 sheathing.

1. Span Rating and Thickness: As indicated.

2.5 FASTENERS

A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture.

1. Where rough carpentry is exposed to weather, in ground contact, in pressure treated lumber, or in area of high relative humidity, provide fasteners with:

a. Hot-dip galvanized coating complying with ASTM A 153/A 153M

2. Fasteners for pressure treated lumber including but not limited to nails, bolts, expansion anchors, epoxy anchors and anchor bolts shall be either:

a. Hot-dip galvanized coating complying with ASTM G185 coating.

b. Type 304 stainless steel.

B. Nails, Brads, and Staples: ASTM F 1667.

C. Power-Driven Fasteners: CABO NER-272.

D. Wood Screws: ASME B18.6.1.

E. Wood Screws (For Pressure Treated Decking): ASME B18.6.1. Stainless steel or epoxy coated over electro-zinc plated screws. Coated screws shall be Dec-King by ITW Builder or equal.

F. Screws for Fastening to Cold-Formed Metal Framing: ASTM C 954, except with wafer heads and reamer wings, length as recommended by screw manufacturer for material being fastened.

G. Lag Screws: ASME B18.2.1. (ASME B18.2.3.8M).

H. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6);

with ASTM A 563 (ASTM A 563M) hex nuts and flat washers.

I. Expansion and Epoxy Anchors: Provide and install expansion or epoxy anchor system as indicated on drawings as manufactured by Hilti or approved equal. Substitutions from the specified anchor shall be accompanied by engineering calculations indicating the anchor design capacity using all

ROUGH CARPENTRY 061000-4

applicable strength reductions including embedment, base material strength, edge distance, and anchor spacing.

2.6 METAL FRAMING ANCHORS

A. General: Provide framing anchors made from metal indicated, of structural capacity, type, and size indicated, and as follows:

1. Research/Evaluation Reports: Provide products acceptable to authorities having jurisdiction and for which model code research/evaluation reports exist that show compliance of metal framing anchors, for application indicated, with building code in effect for Project.

2. Allowable Design Loads: Provide products with allowable design loads, as published by manufacturer, that meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency.

3. All pre-fabricated metal (steel) framing anchors in contact with preservative treated lumber shall be hot-dip galvanized complying with ASTM G185 or made of type 304 stainless steel.

4. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. Alpine Engineered Products, Inc.

b. Cleveland Steel Specialty Co.

c. Simpson Strong-Tie Company, Inc.

d. United Steel Products Company, Inc.

B. Galvanized Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 (Z180) coating designation.

1. Framing anchors in contact with ACQ, ACC or ACZA pressure treated lumber shall be triple coat galvanized per ASTM G185.

C. Stainless-Steel Sheet: ASTM A 666, Type 304.

1. Use for exterior locations and where indicated.

2.7 MISCELLANEOUS MATERIALS

A. Sill-Sealer Gaskets: Closed-cell neoprene foam, 1/4 inch (6.4 mm) thick, selected from manufacturer's standard widths to suit width of sill members indicated.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted.

Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate furring, nailers, blocking, and similar supports to comply with requirements for attaching other construction.

B. Do not use materials with defects that impair quality of rough carpentry or pieces that are too small to use with minimum number of joints or optimum joint arrangement.

ROUGH CARPENTRY 061000-5

C. Apply field treatment complying with AWPA M4 to cut surfaces of preservative-treated lumber and plywood.

D. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following:

1. Table 2304.9.1 AFastening Schedule@, in the Michigan Building Code.

2. Table 23-II-B-1, "Nailing Schedule," and Table 23-II-B-2, "Wood Structural Panel Roof

Sheathing Nailing Schedule," in the Uniform Building Code.

3. Table 2305.2, "Fastening Schedule," in the BOCA National Building Code.

4. Table 2306.1, "Fastening Schedule," in the Standard Building Code.

5. Table 602.3(1), "Fastener Schedule for Structural Members," and Table 602.3(2), "Alternate

Attachments," in the International One- and Two-Family Dwelling Code.

E. Use common wire nails, unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials.

Make tight connections between members. Install fasteners without splitting wood; predrill as required.

1. Sinker nails may be substituted for common wire nails as follows:8d for 6d, 10d for 8d, 16d fro 10d, 20d for 16d.

3.2 WOOD BLOCKING, AND NAILER INSTALLATION

A. Install where indicated and where required for screeding or attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved.

B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces, unless otherwise indicated. Build anchor bolts into masonry during installation of masonry work.

Where possible, secure anchor bolts to formwork before concrete placement.

3.3 WOOD FRAMING INSTALLATION, GENERAL

A. Framing Standard: Comply with AFPA's "Manual for Wood Frame Construction," unless otherwise indicated.

B. Framing with Engineered Wood Products: Install engineered wood products to comply with manufacturer's written instructions.

C. Do not splice structural members between supports.

D. Do not notch wall studs or plates without prior written approval by Architect or Engineer.

3.4 WALL AND PARTITION FRAMING INSTALLATION

A. General: Arrange studs so wide face of stud is perpendicular to direction of wall or partition and narrow face is parallel. Provide single bottom plate and double top plates (unless indicated

ROUGH CARPENTRY 061000-6

otherwise) using members of 2-inch nominal (38-mm actual) thickness whose widths equal that of studs, except single top plate may be used for non-load-bearing partitions. Anchor or nail plates to supporting construction, unless otherwise indicated.

B. Construct corners and intersections with three or more studs. Provide blocking and framing as indicated and as required to support facing materials, fixtures, specialty items, and trim.

END OF SECTION 061000

Huron-Manistee NF Huron Shores RD Office Reception Desk Area Renovations 06/01/2021

MINERAL WOOL BATT INSULATION 07 21 16 - 1

SECTION 072116 MINERAL WOOL BATT INSULATION

PART 1 - GENERAL

1.1 SUMMARY

A. This section specifies mineral wool batt insulation for acoustical control and fire-protection applications.

1.2 RELATED SECTIONS

A. Section 092116 – Gypsum Board Assemblies.

1.3 SUBMITTALS

A. Product Data: Manufacturer’s data sheets on each product to be used, including preparation instructions and recommendations, storage and handling requirements, and installation methods.

B. Verification Samples: Submit representative sample for each finished product specified.

1.4 QUALITY ASSURANCE

A. Installer Qualifications: Minimum of 2 years’ experience installing similar assemblies.

B. Mock-Up: If requested, provide a mock-up of materials proposed for use for review of workmanship.

Accepted mock-ups may remain in place.

C. Preconstruction Meeting: Convene a minimum of two weeks prior to commencing work of this section.

Agenda shall include, at a minimum, materials proposed for use, sequence of construction, coordination with substrate preparation, compatibility of materials, and coordination with installation of adjacent and covering materials. Attendance is required by representatives of related trades, including covering materials, substrate materials, and adjacent materials.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Delivery: Deliver materials to the job site in original packages, containers, or bundles bearing the brand name and manufacturer’s identification.

B. Storage: Store materials in dry locations with adequate ventilation, free from water, and in such a manner to permit easy access for inspection and handling.

C. Handling: Handle using procedures recommended by the manufacturer for materials and personnel. Replace wet or damaged insulation materials.

1.6 WARRANTY

A. Warranty: Provide manufacturer’s standard limited warranty against manufacturing defects.

Huron-Manistee NF Huron Shores RD Office Reception Desk Area Renovations 06/01/2021

MINERAL WOOL BATT INSULATION 07 21 16 - 2

2.1 MANUFACTURER

A. Basis-of-Design: Thermafiber® SAFB™ (Sound Attenuation Fire Blanket) by Thermafiber, Inc. (an

Owens Corning company) or an approved equal.

2.2 MATERIALS

A. Mineral Wool Batts: Formaldehyde free, non-combustible, moisture-resistant, non-corrosive, non-deteriorating, mildew-resistant, and vermin-resistant mineral.

B. Standards and Codes Compliance:

1. NFPA 101: Class A rated interior finish.

2. ASTM C 665: Type I, per Federal Specification HH-I-521F, non-corrosive.

3. ASTM E 136: Non-combustible as defined per NFPA Standard 220.

4. CAN/ULC S114: Complies.

5. ASTM C 1104: Absorbs less than 1% by volume.

6. ASTM E 84/CAN/ULC S102: Flame Spread 0, Smoke Developed missing number here.

C. Properties:

1. Density: 4.0 pcf for 1-inch thickness, 2.5 pcf for thicknesses 1-1/2 inches to 7 inches.

2. Manufacturing Tolerance: Plus 1/4 inch, minus 1/8 inch for thickness, plus or minus 1/8 inch for widths, plus or minus 1/2 inch for lengths.

D. Fiber Type: EPA Choice fiber; minimum 75% pre-consumer recycled content; complies with EPA Preference

Program.

3.1 EXAMINATION

A. Examine the areas and conditions under which work of this section will be installed. Do not proceed with installation until unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Install insulation in accordance with approved submittals, manufacturer’s written recommendations, and guidelines.

1. Interior Stud Cavity: Friction-fit SAFB securely between studs. Butt ends of blankets closely together and fill all voids.

2. Creased SAFB: Using SAFB 1 inch wider than regular blankets, bow the blankets slightly to fit into stud cavity. Slit the blankets vertically 1inch deep with a utility knife down the center.

3. Floor-Ceiling: Friction-fit SAFB securely between floor joints.

Huron-Manistee NF Huron Shores RD Office Reception Desk Area Renovations 06/01/2021

MINERAL WOOL BATT INSULATION 07 21 16 - 3

4. Ceiling Over-layment – Lay SAFB over ceiling panels extending 48 inches beyond all partitions. Tightly fit around all hangers, obstructions, and penetrations.

B. Do not over-compress insulation to fit into spaces.

C. Fit insulation closely around electrical boxes, pipes, ducts, frames, and other objects in or passing through insulation.

D. Install products in proper relationship with each other and adjacent construction.

E. Repair damage to adjacent materials caused by insulation installation.

3.3 PROTECTION

A. Protect installed products from damage due to harmful weather exposures, physical abuse, and other causes.

Provide temporary coverings or enclosures where insulation is subject to abuse and cannot be concealed and protected by permanent construction immediately after installation.

B. Protect installed products and accessories from damage during construction.

End of Section 072116

FLUSH WOOD DOORS 081416 - 1

SECTION 081416 - FLUSH WOOD DOORS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Solid-core doors with wood-veneer faces.

2. Factory finishing flush wood doors.

3. Factory fitting flush wood doors to frames and factory machining for hardware.

B. Related Requirements:

1. Section 083473.16 "Wood Sound Control Door Assemblies" for acoustic flush wood doors.

2. Section 088000 "Glazing" for glass view panels in flush wood doors.

3. Section 134900 "Radiation Protection" for lead-lined flush wood doors.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of door. Include factory-finishing specifications.

B. Submittals:

1. Product Certificates. For products and materials required to comply with requirements for regional materials, certificates indicating location of material manufacturer and point of extraction, harvest, or recovery for each raw material. Include statement indicating distance to Project, cost for each regional material, and fraction by weight that is considered regional.

2. Product Certificates: For products and materials required to comply with requirements for regionally manufactured and regionally extracted and manufactured materials. Include statement indicating cost for each regionally manufactured material.

a. Include statement indicating location of manufacturer and distance to Project for each regionally manufactured material.

b. Include statement indicating location of manufacturer and point of extraction, harvest, or recovery for each raw material used in regionally extracted and manufactured materials. Indicate distance to Project and fraction by weight of each regionally manufactured material that is regionally extracted.

3. Chain-of-custody certificates indicating that flush wood doors comply with forest certification requirements. Include documentation that manufacturer is certified for chain of custody by an FSC-accredited certification body. Include statement indicating cost for each certified wood product.

4. Product Data: For adhesives and composite wood products, documentation indicating that product contains no urea formaldehyde.

FLUSH WOOD DOORS 081416 - 2

5. Laboratory Test Reports: For adhesives, documentation indicating that products comply with the testing and product requirements of the California Department of Health

Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various

Sources Using Small-Scale Environmental Chambers."

6. Laboratory Test Reports: For paints and coatings, documentation indicating that products comply with the testing and product requirements of the California Department of Health

Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various

Sources Using Small-Scale Environmental Chambers."

7. Laboratory Test Reports: For composite wood products, documentation indicating that products comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from

Various Sources Using Small-Scale Environmental Chambers."

C. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door;

construction details not covered in Product Data; and the following:

1. Dimensions and locations of blocking.

2. Dimensions and locations of mortises and holes for hardware.

3. Dimensions and locations of cutouts.

4. Undercuts.

5. Requirements for veneer matching.

6. Doors to be factory finished and finish requirements.

7. Fire-protection ratings for fire-rated doors.

D. Samples: For Factory-finished doors.

1.3 INFORMATIONAL SUBMITTALS

A. Quality Standard Compliance Certificates: AWI Quality Certification Program certificates.

1.4 QUALITY ASSURANCE

A. Manufacturer Qualifications: A qualified manufacturer that is certified for chain of custody by an FSC-accredited certification body and is a certified participant in AWI's Quality Certification

Program.

B. Vendor Qualifications: A vendor that is certified for chain of custody by an FSC-accredited certification body.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

1. Ampco Products, LLC.

2. Eggers Industries.

http://www.specagent.com/Lookup?ulid=4 http://www.specagent.com/Lookup?uid=123456887653 http://www.specagent.com/Lookup?uid=123456887657

FLUSH WOOD DOORS 081416 - 3

3. Graham Wood Doors; ASSA ABLOY Group company.

4. Mohawk Flush Doors, Inc.

5. Approved equal.

2.2 FLUSH WOOD DOORS, GENERAL

A. Quality Standard: In addition to requirements specified, comply with AWI's, AWMAC's, and

WI's "Architectural Woodwork Standards."

1. Provide AWI Quality Certification Labels indicating that doors comply with requirements of grades specified.

B. Regional Materials: Flush wood doors shall be manufactured within 500 miles (800 km) of

Project site from materials that have been extracted, harvested, or recovered, as well as manufactured, within 500 miles (800 km) of Project site.

C. Regional Materials: Flush wood doors shall be manufactured within 500 miles (800 km) of

Project site.

D. Certified Wood: Flush wood doors shall be certified as "FSC Pure" or "FSC Mixed Credit" according to FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship," and to

FSC STD-40-004, "FSC Standard for Chain of Custody Certification."

E. Low-Emitting Materials: Fabricate doors with adhesives and composite wood products that do not contain urea formaldehyde.

F. Low-Emitting Materials: Fabricate doors with adhesives and composite wood products that comply with the testing and product requirements of the California Department of Health

Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various

Sources Using Small-Scale Environmental Chambers."

G. WDMA I.S.1-A Performance Grade:

1. Heavy Duty unless otherwise indicated.

H. Fire-Rated Wood Doors: Doors complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C.

1. Cores: Provide core specified or mineral core as needed to provide fire-protection rating indicated.

2. Edge Construction: Provide edge construction with intumescent seals concealed by outer stile. Comply with specified requirements for exposed edges.

3. Pairs: Provide fire-retardant stiles that are listed and labeled for applications indicated without formed-steel edges and astragals. Provide stiles with concealed intumescent seals. Comply with specified requirements for exposed edges.

I. Smoke- and Draft-Control Door Assemblies: Listed and labeled for smoke and draft control, based on testing according to UL 1784.

http://www.specagent.com/Lookup?uid=123456887651 http://www.specagent.com/Lookup?uid=123456887652

FLUSH WOOD DOORS 081416 - 4

J. Structural-Composite-Lumber-Core Doors:

1. Structural Composite Lumber: WDMA I.S.10.

a. Screw Withdrawal, Face: 700 lbf (3100 N).

b. Screw Withdrawal, Edge: 400 lbf (1780 N).

K. Mineral-Core Doors:

1. Core: Noncombustible mineral product complying with requirements of referenced quality standard and testing and inspecting agency for fire-protection rating indicated.

2. Blocking: Provide composite blocking with improved screw-holding capability approved for use in doors of fire-protection ratings indicated as needed to eliminate through-bolting hardware.

3. Edge Construction: At hinge stiles, provide laminated-edge construction with improved screw-holding capability and split resistance. Comply with specified requirements for exposed edges.

2.3 VENEER-FACED DOORS FOR TRANSPARENT FINISH

A. Interior Solid-Core Doors:

1. Grade: Premium, with Grade A faces.

2. Species: Select white birch, red oak, or white oak.

3. Cut: Quarter sliced.

4. Match between Veneer Leaves: Book match.

5. Assembly of Veneer Leaves on Door Faces: Center-balance match.

6. Core: Either glued wood stave or structural composite lumber.

7. Construction: Five or seven plies. Stiles and rails are bonded to core, then entire unit is abrasive planed before veneering. Faces are bonded to core using a hot press.

8. Construction: Seven plies, either bonded or nonbonded construction.

2.4 LIGHT FRAMES AND LOUVERS

A. Metal Frames for Light Openings in Fire-Rated Doors: Manufacturer's standard frame formed of 0.048-inch- (1.2-mm-) thick, cold-rolled steel sheet; with baked-enamel- or powder-coated finish; and approved for use in doors of fire-protection rating indicated.

1. Metal and Finish: Hot-dip galvanized steel, 0.040 inch (1.0 mm) thick, with baked-enamel- or powder-coated finish.

2. Metal and Finish: Extruded aluminum with light bronze, Class II, color anodic finish, AA-M12C22A32/A34.

2.5 FABRICATION

A. Factory fit doors to suit frame-opening sizes indicated. Comply with clearance requirements of referenced quality standard for fitting unless otherwise indicated.

1. Comply with NFPA 80 requirements for fire-rated doors.

FLUSH WOOD DOORS 081416 - 5

B. Factory machine doors for hardware that is not surface applied.

C. Openings: Factory cut and trim openings through doors.

1. Light Openings: Trim openings with moldings of material and profile indicated.

2. Glazing: Factory install glazing in doors indicated to be factory finished. Comply with applicable requirements in Section 088000 "Glazing."

2.6 FACTORY FINISHING

A. General: Comply with referenced quality standard for factory finishing. Complete fabrication, including fitting doors for openings and machining for hardware that is not surface applied, before finishing.

1. Finish faces, all four edges, edges of cutouts, and mortises. Stains and fillers may be omitted on top and bottom edges, edges of cutouts, and mortises.

B. Factory finish doors that are indicated to receive transparent finish.

C. Use only paints and coatings that comply with the testing and product requirements of the

California Department of Health Services' "Standard Practice for the Testing of Volatile

Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."

D. Transparent Finish:

1. Grade: Premium.

2. Finish: AWI's, AWMAC's, and WI's "Architectural Woodwork Standards" System 10, UV curable, water based or System 11, catalyzed polyurethane.

3. Finish: WDMA TR-4 conversion varnish or WDMA TR-6 catalyzed polyurethane.

4. Staining: As selected by COR from manufacturer's full range.

5. Effect: Open-grain finish.

6. Sheen: Semigloss.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Hardware: For installation, see Section 087100 "Door Hardware."

B. Installation Instructions: Install doors to comply with manufacturer's written instructions and referenced quality standard, and as indicated.

1. Install fire-rated doors according to NFPA 80.

2. Install smoke- and draft-control doors according to NFPA 105.

C. Job-Fitted Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails in excess of limits set by manufacturer or permitted for fire-rated doors. Machine doors for hardware. Seal edges of doors, edges of cutouts, and mortises after fitting and machining.

FLUSH WOOD DOORS 081416 - 6

1. Clearances: Provide 1/8 inch (3.2 mm) at heads, jambs, and between pairs of doors.

Provide 1/8 inch (3.2 mm) from bottom of door to top of decorative floor finish or covering unless otherwise indicated. Where threshold is shown or scheduled, provide 1/4 inch (6.4 mm) from bottom of door to top of threshold unless otherwise indicated.

a. Comply with NFPA 80 for fire-rated doors.

D. Factory-Fitted Doors: Align in frames for uniform clearance at each edge.

E. Factory-Finished Doors: Restore finish before installation if fitting or machining is required at

Project site.

END OF SECTION 081416

Huron-Manistee NF Chittenden Crew Quarters 8/5/2015

DOOR HARDWARE 087100 - 1

SECTION 087100 - DOOR HARDWARE

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes:

1. Mechanical door hardware for the following:

a. Swinging doors.

2. Cylinders.

3. Permanent lock cores to be installed by Contractor.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product indicated.

B. Samples: For each exposed product and for each color and texture specified.

1. Keying Schedule: Prepared by or under the supervision of Installer, detailing Owner's final keying instructions for locks.

1.3 QUALITY ASSURANCE

A. Installer Qualifications: Supplier of products and an employer of workers trained and approved by product manufacturers and an Architectural Hardware Consultant who is available during the course of the Work to consult with Contractor, and COR about door hardware and keying.

B. Fire-Rated Door Assemblies: Where fire-rated door assemblies are indicated, provide door hardware rated for use in assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C, unless otherwise indicated.

C. Means of Egress Doors: Latches do not require more than 15 lbf (67 N) to release the latch.

Locks do not require use of a key, tool, or special knowledge for operation.

D. Accessibility Requirements: For door hardware on doors in an accessible route, comply with the Architectural Barriers Act Accessibility Standards (ABAAS), ICC/ANSI A117.1.

1. Provide operating devices that do not require tight grasping, pinching, or twisting of the wrist and that operate with a force of not more than 5 lbf (22.2 N).

2. Bevel raised thresholds with a slope of not more than 1:2. Provide thresholds not more than 1/2 inch (13 mm) high.

DOOR HARDWARE 087100 - 2

3. Adjust door closer sweep periods so that, from an open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 inches (75 mm) from the latch, measured to the leading edge of the door.

E. Keying Conference: Conduct conference at Project site to comply with requirements in

Division 01 Section "Project Management and Coordination."

1.4 DELIVERY, STORAGE, AND HANDLING

A. Deliver keys to COR by registered mail or overnight package service.

1.5 WARRANTY

A. Special Warranty: Manufacturers’ standard form in which manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period.

1. Warranty Period: Three years from date of Substantial Completion, unless otherwise indicated.

a. Manual Closers: Manufacturers’ warranty from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 SCHEDULED DOOR HARDWARE

A. Provide door hardware for each door as scheduled in Part 3 "Door Hardware Schedule" Article to comply with requirements in this Section.

1. Door Hardware Sets: Provide item, size, finish or color indicated, and named manufacturers' products.

B. Designations: Requirements for design, grade, function, finish, size, and other distinctive qualities of each type of door hardware are indicated in Part 3 "Door Hardware Schedule"

Article. Products are identified by using door hardware designations, as follows:

1. Named Manufacturers' Products: Manufacturer and product designation are listed for each door hardware type required for the purpose of establishing minimum requirements.

2.2 HINGES

A. Hinges: BHMA A156.1. Provide template-produced hinges for hinges installed on solid wood doors and hollow-metal frames.

1. Available Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

DOOR HARDWARE 087100 - 3

a. Baldwin Hardware Corporation.

b. Bommer Industries, Inc.

c. Cal-Royal Products, Inc.

d. Hager Companies.

e. IVES Hardware; an Ingersoll-Rand company.

f. Lawrence Hardware Inc.

g. McKinney Products Company; an ASSA ABLOY Group company.

h. PBB, Inc.

i. Basis-of-Design: Stanley Commercial Hardware; Div. of The Stanley Works.

j. Approved equal.

2.3 MECHANICAL LOCKS AND LATCHES

A. Strikes: Provide manufacturers’ standard strike for each lock bolt or latchbolt complying with requirements indicated for applicable lock or latch and with strike box and curved lip extended to protect frame; finished to match lock or latch.

1. Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by manufacturer.

2.4 LOCK CYLINDERS

A. Lock Cylinders: Tumbler type, constructed from brass or bronze, stainless steel, or nickel silver.

1. Available Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. Arrow USA; an ASSA ABLOY Group company.

b. Best Access Systems; Div. of Stanley Security Solutions, Inc.

c. Falcon Lock; an Ingersoll-Rand company.

d. SARGENT Manufacturing Company; an ASSA ABLOY Group company.

e. Schlage Commercial Lock Division; an Ingersoll-Rand company; Primus®

High Security Cylinder, Model 20-593, UL 437 or approved equal.

f. Yale Security Inc.; an ASSA ABLOY Group company.

g. Approved equal.

B. Construction Cores: Provide construction cores that are replaceable by permanent cores.

Coordinate with COR as to the amount of construction master keys needed.

2.5 KEYING

A. Keying System: Factory registered, complying with guidelines in BHMA A156.28, Appendix A. Incorporate decisions made in keying conference.

1. Keyed Alike: Key all cylinders to same change key.

DOOR HARDWARE 087100 - 4

B. Keys: Nickel silver.

1. Stamping: Permanently inscribe each key with a visual key control number and include the following notation:

a. Notation: "DO NOT DUPLICATE."

2. Quantity: In addition to one extra key blank for each lock, provide the following:

a. Cylinder Change Keys: Three.

2.6 SURFACE CLOSERS

A. Surface Closers: BHMA A156.4; rack-and-pinion hydraulic type with adjustable sweep and latch speeds controlled by key-operated valves and forged-steel main arm. Comply with manufacturers’ written recommendations for size of door closers depending on size of door, exposure to weather, and anticipated frequency of use. Provide factory-sized closers, adjustable to meet field conditions and requirements for opening force.

1. Available Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. Arrow USA; an ASSA ABLOY Group company.

b. Corbin Russwin Architectural Hardware; an ASSA ABLOY Group company.

c. Dor-O-Matic; an Ingersoll-Rand company.

d. LCN Closers; an Ingersoll-Rand company; 4040XP Series with Design Series metal cover or approved equal.

e. Norton Door Controls; an ASSA ABLOY Group company.

f. SARGENT Manufacturing Company; an ASSA ABLOY Group company.

g. Yale Security Inc.; an ASSA ABLOY Group company.

h. Approved equal.

2.7 DOOR GASKETING

A. Door Gasketing: BHMA A156.22; air leakage not to exceed 0.50 cfm per foot (0.000774 cu.

m/s per m) of crack length for gasketing other than for smoke control, as tested according to

ASTM E 283; with resilient or flexible seal strips that are easily replaceable and readily available from stocks maintained by manufacturer.

1. Available Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. Hager Companies.

b. Basis-of-Design: Kawneer an Alcoa Company; “Sealair®” thermoplastic elastomer weathering on a tubular shape with a semi-rigid polymeric backing or approved equal. Provide EPDM blade gasket sweep strip to bottom of door rail with concealed fasteners.

DOOR HARDWARE 087100 - 5

c. M-D Building Products, Inc.

d. Pemko Manufacturing Co.; an ASSA ABLOY Group company.

e. Approved equal.

2.8 PROTECTION PLATES

A. Plastic Protection Plates: BHMA A156.6; fabricated with four sides beveled; acrylic; 1/8 inch

(3.2 mm) thick.

1. Color and Texture: As selected by COR from manufacturers’ full range of colors.

2. Kick Plate Size: 8 inches (152 mm) high by 2 inch (50 mm) less than door width.

3. Available Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. American Floor Products Co., Inc.

b. Burns Manufacturing Incorporated.

c. Don-Jo Mfg., Inc.

d. Basis-of-Design: Ives, 8400 Series CLR Finish or approved equal.

e. IPC Door and Wall Protection Systems, Inc.; Div. of InPro Corporation.

f. Korogard Wall Protection Systems; Div. of RJF International Corporation.

g. Pawling Corporation.

h. Rockwood Manufacturing Company.

i. Tepromark International, Inc.

j. Trimco.

k. Approved equal.

2.9 FABRICATION

A. Fasteners: Provide door hardware manufactured to comply with published templates prepared for machine, wood, and sheet metal screws. Provide screws that comply with commercially recognized industry standards for application intended, except aluminum fasteners are not permitted. Provide Phillips flat-head screws with finished heads to match surface of door hardware, unless otherwise indicated.

1. Concealed Fasteners: For door hardware units that are exposed when door is closed, except for units already specified with concealed fasteners. Do not use through bolts for installation where bolt head or nut on opposite face is exposed unless it is the only means of securely attaching the door hardware. Where through bolts are used on hollow door and frame construction, provide sleeves for each through bolt.

2. Fasteners for Wood Doors: Comply with requirements in DHI WDHS.2, "Recommended

Fasteners for Wood Doors."

3. Gasketing Fasteners: Provide noncorrosive fasteners for exterior applications and…